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HomeMy WebLinkAbout420 S Broadway - PlanREV:•A AHJ:•CA-CITY•OF•SANTA•ANA 33.741744,•-117.870012 APN:•39829218 NAME:•RICHARD•DANG DRAFTED•BY:•SANCHITA•S. ADDRESS:•420•S•BROADWAY,•SANTA ANA,•CA•92701 UTILITY:•SCE-SOUTHERN CALIFORNIA•EDISON SCALE:•AS•NOTED PRN•NUMBER:•ABC-84044 PAPER•SIZE:•17"X11"SHEET:•CS-01DATE:•08/25/2023 DRAWING•INFORMATION CUSTOMER•INFORMATION CONTRACTOR•INFORMATION QC'ED•BY:•GANESH.•K VICINITY•MAP COVER•SHEET RICHARD•DANG•-•5.220kW•DC,•7.600kW•AC,•4.752kW•CEC•AC•RATING APPLICABLE•CODES • ELECTRIC•CODE:CEC•2022 •FIRE•CODE:CFC•2022 •BUILDING•CODE:CBC•2022 •RESIDENTIAL•CODE:CRC•2022 ENGINEERING•SCOPE•OF•WORK 1. ILLUMINE•INDUSTRIES•INC.•HAS•ONLY•PROVIDED•DRAFTING•SERVICES•FOR•THE•PERMIT•DRAWINGS.•NO•ACTUAL ENGINEERING•WORK,•ENGINEERING•REVIEW•OR•ENGINEERING•APPROVAL•HAS•BEEN•CONDUCTED•BY•ILLUMINE INDUSTRIES•INC•UNLESS•NOTED•OTHERWISE. 2. WHEN•A•PROFESSIONAL•ENGINEER•APPROVES•AND•SEALS•THE•DESIGN•FOR•COMPONENTS•OF•THEIR•RESPECTIVE DISCIPLINE•(STRUCTURAL/ELECTRICAL)•SHOWN•ON•THESE•PERMIT•DRAWINGS,•THE•PROFESSIONAL•ENGINEER a.•TAKES•FULL•DIRECT•CONTROL•OF•THE•ENGINEERED•DESIGN b.•IS•GIVEN•ACCESS•TO•PERSONALLY•SUPERVISE•AND•RECTIFY•ANY•ASPECT•OF•THE•ENGINEERED•DESIGN c.•HAS•FULLY•ACCEPTED•RESPONSIBILITY•FOR•THE•ENGINEERED•DESIGN SCOPE•OF•WORK SYSTEM•SIZE: MODULE: INVERTER: OPTIMIZER: 5220W•DC,•7600W•AC,•4752W•CEC•AC RATING (18)JINKO•SOLAR JKM290M-60•(290W) (1)SOLAREDGE•TECHNOLOGIES SE7600H-US (240V)•[SI-1] (18)SOLAREDGE P370•POWER•OPTIMIZER 1. MODULES•ARE•LISTED•UNDER•UL•1703•/•61730•AND•CONFORM•TO•THE•STANDARDS. 2. INVERTERS•ARE•LISTED•UNDER•UL•1741•AND•CONFORM•TO•THE•STANDARDS. 3. DRAWINGS• ARE• DIAGRAMMATIC,• INDICATING• GENERAL• ARRANGEMENT• OF• THE• PV• SYSTEM• AND• THE• ACTUAL• SITE• CONDITION•MIGHT•VARY. 4. WORKING• CLEARANCES• AROUND• THE• NEW• PV• ELECTRICAL• EQUIPMENT• WILL• BE• MAINTAINED• IN• ACCORDANCE• WITH• CEC•110.26. 5. ALL•GROUND•WIRING•CONNECTED•TO•THE•MAIN•SERVICE•GROUNDING•IN•MAIN•SERVICE•PANEL/•SERVICE•EQUIPMENT. 6. ALL•CONDUCTORS•SHALL•BE•600V,•90°C•STANDARD•COPPER•UNLESS•OTHERWISE•NOTED. 7. WHEN•REQUIRED,•A•LADDER•SHALL•BE•IN•PLACE•FOR•INSPECTION•IN•COMPLIANCE•WITH•OSHA•REGULATIONS. 8. THE•SYSTEM•WILL•NOT•BE•INTERCONNECTED•BY•THE•CONTRACTOR•UNTIL•APPROVAL•FROM•THE•LOCAL•JURISDICTION• AND/OR•THE•UTILITY. 9. ROOF• ACCESS• POINT• SHALL• BE• LOCATED• IN• AREAS• THAT• DO• NOT• REQUIRE• THE• PLACEMENT• OF• GROUND• LADDERS• OVER• OPENINGS• SUCH• AS• WINDOWS• OR• DOORS,• AND• LOCATED• AT• STRONG• POINTS• OF• BUILDING• CONSTRUCTION• WHERE•THE•ACCESS•POINT•DOES•NOT•CONFLICT•WITH•OVERHEAD•OBSTRUCTIONS•SUCH•AS•TREES,•WIRES•OR•SIGNS. 10. PV•ARRAY•COMBINER/JUNCTION•BOX•PROVIDES•TRANSITION•FROM•ARRAY•WIRING•TO•CONDUIT•WIRING. GENERAL•NOTES RISK•CATEGORY-•ll BASIC•WIND•SPEED••=•95••MPH•@•3-SEC•GUST GROUND•SNOW•LOAD•=•0••PSF DESIGN•CRITERIA PROJECT•WINDSPEED•DETERMINED•USING•THE ASCE•7•STANDARD•UNLESS•DIRECTED•OTHERWISE BY•LOCAL•JURISDICTION•AMENDMENTS ROOF•AREA•CALCULATION TOTAL•ARRAY•AREA =•317.28•sq.ft TOTAL•ROOF•AREA =•1000•sq.ft %•ARRAY•AREA•IN•ROOF• =•31.73•% SHEET•CATALOG SHEET REVISION DESCRIPTION CS-01 COVER•SHEET CS-02 GENERAL•NOTES E-01 SITE•PLAN S-01 MOUNTING•DETAILS S-02 STRUCTURAL•DETAILS E-02 SINGLE•LINE•DIAGRAM E-03 ELECTRICAL•CALCULATIONS PL-01 PLACARDS SS SPEC•SHEET(S) A A A A A A A A A Structural Only: See associated Illumine-i Structural Report for more info. The scope of the plans is for the installation of the solar photovoltaic system only and the approval is subject to compliance with all applicable city and state codes and regulations regarding construction. The approval of the plans does not constitute any certification of the accuracy, completeness, or building permit status of the existing buildings and structures as shown. Bldg#: 101118679 Elec#: 20182412 420 S Broadway- 101118679 & 20182412 3/26/2024 REV:A AHJ:CA-CITYOFSANTAANA 33.741744,-117.870012 APN:39829218 NAME:RICHARDDANG DRAFTEDBY:SANCHITAS. ADDRESS:420SBROADWAY,SANTA ANA,CA92701 UTILITY:SCE-SOUTHERN CALIFORNIAEDISON SCALE:ASNOTED PRNNUMBER:ABC-84044 PAPERSIZE:17"X11"SHEET:CS-02DATE:08/25/2023 DRAWINGINFORMATION CUSTOMERINFORMATION CONTRACTORINFORMATION QC'EDBY:GANESH.K GENERALNOTES INSTALLATIONNOTES: 1. STRUCTURALROOFMEMBERLOCATIONSAREESTIMATEDANDSHOULDBELOCATEDANDVERIFIEDBYTHECONTRACTORWHENLAGBOLTPENETRATIONORMECHANICALATTACHMENTTOTHESTRUCTUREISREQUIRED. 2. ROOFTOPPENETRATIONSFORSOLARRACKINGWILLBECOMPLETEDANDSEALEDWITHAPPROVEDSEALANTPERCODEBYALICENSEDCONTRACTOR. 3. LAGSMUSTHAVEAMINIMUM2.5"THREADEMBEDMENTINTOTHESTRUCTURALMEMBER. 4. ALLPVRACKINGATTACHMENTSSHALLBESTAGGEREDBYROWBETWEENTHEROOFFRAMINGMEMBERSASNECESSARY. 5. ROOFMOUNTEDSTANDARDRAILREQUIRESONETHERMALEXPANSIONGAPFOREVERYRUNOFRAILGREATERTHAN40'. 6. ALLCONDUCTORSANDCONDUITSONTHEROOFSHALLBEMINIMUM7/8"ABOVETHEROOFSURFACE(INCLUDINGCABLESUNDERNEATHMODULESANDRACKING). 7. THEPVINSTALLATIONSHALLNOTOBSTRUCTANYPLUMBING,MECHANICALORBUILDINGROOFVENTS. 8. ALLSOLARPANELARRAYCOMPONENTSSHALLBEINSTALLEDPERTHEMANUFACTURER'SAPPROVEDINSTALLATIONSPECIFICATIONS. 9. THEEXISTINGBUILDINGSSTRUCTURESHALLBEVERIFIEDASPROPERLYCONSTRUCTEDANDMAINTAINEDINGOODCONDITION.NOALLOWANCEHASBEENMADEINTHESEDRAWINGSFORANYEXISTINGDEFICIENCYINDESIGN,MATERIAL, CONSTRUCTION,ORLACKOFMAINTENANCEFORTHEEXISTINGSTRUCTUREORPROPOSEDEQUIPMENT.THECONTRACTORSHALLBERESPONSIBLEFORFIELDVERIFYINGEXISTINGCONDITIONS,PROPERFIT,ANDCLEARANCESINTHEFIELD. 10. WATERPROOFING AROUNDTHEROOFPENETRATIONSISTHERESPONSIBILITYOFCONTRACTOR/INSTALLER. 11. MISCELLANEOUSITEMSNOTEXPLICITLYLISTEDORIDENTIFIEDINTHESEDRAWINGSHAVENOTBEENDESIGNED.ITISRECOMMENDEDTHATMATERIALOFSUITABLESIZESTRENGTHTOBEOBTAINEDFROMAREPUTABLEMANUFACTURER FORMISCELLANEOUSITEMS. 12. IFPROJECTISSTAMPEDANDSEALEDBYANILLUMINE-ISTRUCTURALENGINEER,SEEASSOCIATEDILLUMINE-ISTRUCTURALREPORTFORFULLCOMPREHENSIVESCOPEOFSTRUCTURALENGINEERINGINVESTIGATIONANDAPPROVAL. 13. IFANYCONDITIONTHROUGHOUTTHEASSOCIATEDREPORTORPERMITDRAWINGSISNOTALSOREPRESENTEDON-SITE,CONTRACTORSHALLNOTIFYTHEENGINEEROFRECORDOFANYDISCREPANCIESANDRECEIVEWRITTENAPPROVAL FROMTHEENGINEEROFRECORDBEFOREPROCEEDINGWITHINSTALLATION. 14. CONTRACTORTOPROVIDEMINIMUM1/4"GAPBETWEENALLSOLARPANELS. Structural Only: See associated Illumine-i Structural Report for more info. 420 S Broadway- 101118679 & 20182412 3/26/2024 UM AC IN V MS P A A A A A A A A A B B B B B B B B B REV:A AHJ:CA-CITYOFSANTAANA 33.741744,-117.870012 APN:39829218 NAME:RICHARDDANG DRAFTEDBY:SANCHITAS. ADDRESS:420SBROADWAY,SANTA ANA,CA92701 UTILITY:SCE-SOUTHERN CALIFORNIAEDISON SCALE:ASNOTED PRNNUMBER:ABC-84044 PAPERSIZE:17"X11"SHEET:E-01DATE:08/25/2023 DRAWINGINFORMATION CUSTOMERINFORMATION CONTRACTORINFORMATION QC'EDBY:GANESH.K (E)MAINSERVICEPANEL(EXTERIOR) (N)ACDISCONNECT(EXTERIOR) (N)PVINVERTER(EXTERIOR) FENCE PROPERTYLINE GATE S B R O A D W A Y SCALE:1"=20'-0" SITEPLAN 138' 48'-2" 138' 21'-2" 5' 5'87'-7" CONDUITRUN PHOTOVOLTAICARRAYONADU (E)UTILITYMETER(EXTERIOR) PERIMETERFENCE PERIMETERGATE WALKWAY RESIDENCE ADU RICHARDDANG-5.220kWDC,7.600kWAC,4.752kWCECACRATING NOTE:PVSYSTEMTOBEINSTALLEDONADU. STRINGCONFIGURATION BRANCHDETAILS A 9MODULES B 9MODULES CONDUITRUN Structural Only: See associated Illumine-i Structural Report for more info. 420 S Broadway- 101118679 & 20182412 3/26/2024 A A A A A A A A A B B B B B B B B B REV:A AHJ:CA-CITYOFSANTAANA 33.741744,-117.870012 APN:39829218 NAME:RICHARDDANG DRAFTEDBY:SANCHITAS. ADDRESS:420SBROADWAY,SANTA ANA,CA92701 UTILITY:SCE-SOUTHERN CALIFORNIAEDISON SCALE:ASNOTED PRNNUMBER:ABC-84044 PAPERSIZE:17"X11"SHEET:S-01DATE:08/25/2023 DRAWINGINFORMATION CUSTOMERINFORMATION CONTRACTORINFORMATION QC'EDBY:GANESH.K ALUMINUMRAILS 2X8 RAFTERS@1'-4" SPACING ARRAYMP-02SCALE:1/4"=1'-0" MOUNTINGDETAILS ARRAYMP-01 5'-4" S.NO AZIMUTH PITCH NO.OF MODULES ARRAYAREA (SQ.FT.) ROOF EXPOSURE FRAME SPACING MAXRAIL SPANROOFTYPE ATTACHMENT FRAMETYPE MP-01 360° 23°8 141.02 COMPOSITIONSHINGLE FLASHFOOT2 ATTIC RAFTERS 1'-4" OVER HANG FRAME SIZE 2X8 MP-02 180°23° 10 176.27 COMPOSITIONSHINGLE FLASHFOOT2 ATTIC RAFTERS 1'-4"2X8 5'-4"2'-0" 5'-4"2'-0" SITEINFORMATION NOTE:PENETRATIONSARESTAGGERED STRINGCONFIGURATION BRANCHDETAILS A 9MODULES B 9MODULES Structural Only: See associated Illumine-i Structural Report for more info. 420 S Broadway- 101118679 & 20182412 3/26/2024 REV:A AHJ:CA-CITYOFSANTAANA 33.741744,-117.870012 APN:39829218 NAME:RICHARDDANG DRAFTEDBY:SANCHITAS. ADDRESS:420SBROADWAY,SANTA ANA,CA92701 UTILITY:SCE-SOUTHERN CALIFORNIAEDISON SCALE:ASNOTED PRNNUMBER:ABC-84044 PAPERSIZE:17"X11"SHEET:S-02DATE:08/25/2023 DRAWINGINFORMATION CUSTOMERINFORMATION CONTRACTORINFORMATION QC'EDBY:GANESH.K STRUCTURALDETAILS MODULE ENDCLAMPMIDCLAMPMODULE IRONRIDGE XR100RAIL GROUNDINGDETAILS GROUNDINGLUG IRONRIDGEINTERNALSPLICE SELF-DRILLINGSCREW SCALE:NTS RAILTORAIL T-BOLT MIDCLAMPASSEMBLY MODULE FRAME MODULETOMODULE&MODULETORAIL GROUNDINGMID-CLAMPSCALE:NTS SCALE:NTS IRONRIDGE XR100 RAIL DEADLOADCALCULATIONS BOM QUANTITY LBS/UNIT TOTAL WEIGHT (LBS) MODULES 18 41.9 754.2 MID-CLAMP 26 0.05 1.3 END-CLAMP 20 0.05 1 RAILLENGTH 121 0.68 82.28 SPLICEBAR 4 0.36 1.44 FLASHFOOT2 32 0.88 28.16 TOTALWEIGHTOFTHESYSTEM(LBS)868.38 TOTALARRAYAREAONTHEROOF(SQ.FT.)317.28 WEIGHTPERSQ.FT.(LBS)2.74 WEIGHTPERPENETRATION(LBS)27.14 SCALE:NTS (E)FRAMINGSEESHEETS-01 (E)ROOFDECKING (E)COMPOSITIONSHINGLEROOF IRONRIDGEXR100RAIL MODULE 6"MAX ATTACHMENTDETAIL-IRONRIDGEFLASHFOOT2 STAINLESSSTEEL5/16"LAGSCREW2.5" EMBEDMENTPILOTHOLEREQUIRED FLASHFOOT2 ROOFFRAMINGDETAILS MID-CLAMPANDEND-CLAMPASSEMBLY MODULEDATA JINKOSOLAR JKM290M-60(290W) MODULEDIM 65"x39.05"x1.57" LAGSCREW 5/16"x4.75":2.5"MINEMBEDMENT COMPOSITIONSHINGLEROOF 2X8RAFTERS @1'-0"SPACING MODULE LOADBEARINGWALL SCALE:NTS 5/16"X4.75"LAGSCREW 1LAGSCREWPERATTACHMENT Structural Only: See associated Illumine-i Structural Report for more info. 420 S Broadway- 101118679 & 20182412 3/26/2024 REV:A AHJ:CA-CITYOFSANTAANA 33.741744,-117.870012 APN:39829218 NAME:RICHARDDANG DRAFTEDBY:SANCHITAS. ADDRESS:420SBROADWAY,SANTA ANA,CA92701 UTILITY:SCE-SOUTHERN CALIFORNIAEDISON SCALE:ASNOTED PRNNUMBER:ABC-84044 PAPERSIZE:17"X11"SHEET:E-03DATE:08/25/2023 DRAWINGINFORMATION CUSTOMERINFORMATION CONTRACTORINFORMATION QC'EDBY:GANESH.K ELECTRICALNOTES ELECTRICALCALCULATIONS DCSYSTEMSIZE-5220W,ACSYSTEMSIZE-7600W,CECACRATING-4752W 7.15AMAXPOWERCURRENT:Imp 7.81ASHORTCIRCUITCURRENT:Isc 30.2VMAXPOWERVOLTAGE:Vmp 39.5VOPENCIRCUITVOLTAGE:Voc 290WMODULEPOWER@STC MODEL MODULESPECIFICATION JINKOSOLAR JKM290M-60(290W) SOLAREDGETECHNOLOGIES SE7600H-US(240V)[SI-1] 480VMAXDCVOLTAGE 20AMAXINPUTCURRENT 99%CECWEIGHTEDEFFICIENCY 32AMAXOUTPUTCURRENT 7600WPOWERRATING MODEL INVERTER-1SPECIFICATIONS 13.74A 30A 480V 380V 5220W SYSTEMCHARACTERISTICS DCSYSTEMSIZE INVERTERSTRINGVOLTAGE:Vmp MAXINVERTERSYSTEM VOLTAGE:Voc MAXSHORTCIRCUITCURRENT OPERATINGCURRENT 15ADCMAXOUTPUTCURRENT 11ADCMAXINPUTCURRENT 60VDCMAXINPUTVOLTAGE 8VDCMININPUTVOLTAGE MODEL OPTIMIZERCHARACTERISTICS P370POWEROPTIMIZER OCPDCALCULATION ALLOWABLEBACKFEED: MAINPANELRATING =200A MAINBREAKERRATING =200A 120%RULE: =((MAINPANELRATING*1.2)-MAINBREAKERRATING) =((200A*1.2)-200A) =40A ALLOWABLEBACKFEED =40A INVERTEROVERCURRENTPROTECTION: INVERTEROVERCURRENTPROTECTION =(INVERTERO/PCURRENT*CONTINUOUSLOAD(1.25)) =(32*1.25) =40A PVBREAKER =40A ALLOWABLEBACKFEED40A40AOFPVBREAKER THEDESIGNEDINTERCONNECTIONMEETSTHE705.12(B)(3)(2)REQUIREMENTS. WIRESIZECALCULATIONS =52.8A =40A =30.72A =18.75A =38.4A =18.75A TAG1:(DC) REQUIREDCONDUCTORAMPACITY(15*1.25) CORRECTEDAMPACITYCALCULATION(0.96*1*40) 18.75A<38.4A TAG2:(DC) REQUIREDCONDUCTORAMPACITY(15*1.25) CORRECTEDAMPACITYCALCULATION(0.96*0.8*40) 18.75A<30.72A TAG3:(AC) REQUIREDCONDUCTORAMPACITY(32*1*1.25) CORRECTEDAMPACITYCALCULATION(0.96*1*55) 40A<52.8A ACWIRESIZINGCALCULATIONSBASEDONFOLLOWINGEQUATIONS DCWIRESIZINGCALCULATIONSBASEDONFOLLOWINGEQUATIONS REQUIREDCONDUCTORAMPACITY: Isc(A)*#OFPARALLELSTRINGS =MAXCURRENTPER690.8(A)(1)(c)*125% =MAXCURRENTPER690.8(B)(1) CORRECTEDAMPACITYCALCULATIONS: DERATEDCONDUCTORAMPACITYPER690.8(B)(2)=AMPACITY*TEMPERATUREDERATEFACTOR* CONDUITFILLDERATE DERATEDCONDUCTORAMPACITYCHECK:MAXCURRENTPER690.8(B)(1)<DERATEDCONDUCTORAMPACITY REQUIREDCONDUCTORAMPACITY: INVERTEROUTPUTCURRENT*#OFINVERTERS =MAXCURRENTPER690.8(A)(1)(e)*125% =MAXCURRENTPER690.8(B)(1) CORRECTEDAMPACITYCALCULATIONS: DERATEDCONDUCTORAMPACITYPER690.8(B)(2)=AMPACITY*TEMPERATUREDERATEFACTOR* CONDUITFILLDERATE DERATEDCONDUCTORAMPACITYCHECK:MAXCURRENTPER690.8(B)(1)<DERATEDCONDUCTORAMPACITY 1. CONDUCTORSEXPOSEDTOWETLOCATIONSSHALLBESUITABLE FORUSEINWETLOCATIONSPERCEC310.10(C). 2. CONDUCTORSEXPOSEDTOSUNLIGHTSHALLBELISTEDAS SUNLIGHTRESISTANTPERCEC310.10(D). 3. MAXIMUMDC/ACVOLTAGEDROPSHALLBENOMORETHAN2%. 4. ALLCONDUCTORSSHALLBEINCONDUITUNLESSOTHERWISE NOTED. 5. BREAKER/FUSESSIZEDACCORDINGPERCECARTICLE240. 6. ACGROUNDINGELECTRODECONDUCTOR(GEC)SIZEDPERCEC 250.66. 7. EQUIPMENTGROUNDINGCONDUCTOR(EGC)SIZEDPERCEC 250.122. 8. AMBIENTTEMPERATUREADJUSTMENTFACTORISBASEDON TABLECEC310.15(B)(1). 9. CURRENTCARRYINGCONDUCTORADJUSTMENTFACTORISBASED ONCEC310.15(C)(1). 10. MAX.SYSTEMVOLTAGECORRECTIONISPERCEC690.7. 11. CONDUCTORSARESIZEDPERCEC310.16. Date: 08/30/2023 Exp: 6/30/2024 420 S Broadway- 101118679 & 20182412 3/26/2024 PVMODULES G (N)SOLAREDGE P370 POWEROPTIMIZER 18MODULESWIREDIN (1)SERIESOF9MODULES (1)SERIESOF9MODULES (N)(18)JINKOSOLAR JKM290M-60(290W)MODULES (N)JUNCTION BOX DC AC DCDISCO LOADRATEDDCDISCONNECT&AFCI (RAPIDSHUTDOWNCOMPLIANCE) (N)SOLAREDGETECHNOLOGIES SE7600H-US (240V)[SI-1],7600WINVERTER INVERTER-1 ACDISCONNECT NONFUSED60A, NEMA3R, 120/240V,2P (N)60AAC DISCONNECT UTILITY GRID EXISTING120/240V1PH60HZ METER#:SCE-SOUTHERN CALIFORNIAEDISONM (E ) 2 0 0 A  M A I N BR E A K E R (E)200AENDFEDMAIN PANEL (N)40A 2PPVBREAKER PVBREAKERATTHE OPPOSITEENDOF BUSBAR (E)GROUND ELECTRODE G N 1233 REV:A AHJ:CA-CITYOFSANTAANA 33.741744,-117.870012 APN:39829218 NAME:RICHARDDANG DRAFTEDBY:SANCHITAS. ADDRESS:420SBROADWAY,SANTA ANA,CA92701 UTILITY:SCE-SOUTHERN CALIFORNIAEDISON SCALE:ASNOTED PRNNUMBER:ABC-84044 PAPERSIZE:17"X11"SHEET:E-02DATE:08/25/2023 DRAWINGINFORMATION CUSTOMERINFORMATION CONTRACTORINFORMATION QC'EDBY:GANESH.K SINGLELINEDIAGRAM DCSYSTEMSIZE-5220W,ACSYSTEMSIZE-7600W,CECACRATING-4752W CONDUCTORANDCONDUITSCHEDULE TAGID CONDUITSIZE CONDUCTOR NEUTRAL GROUND 1 NONE (4)10AWGPVWIRE NONE (1)6AWGBARECOPPER 2 3/4" EMT (4)10AWGTHHN/THWN-2 NONE (1)10AWGTHHN/THWN-2 3 3/4" EMT (2)8AWGTHHN/THWN-2 (1)8AWGTHHN/THWN-2 (1)10AWGTHHN/THWN-2 Date: 08/30/2023 Exp: 6/30/2024 420 S Broadway- 101118679 & 20182412 3/26/2024 UM AC INVMSP REV:A AHJ:CA-CITYOFSANTAANA 33.741744,-117.870012 APN:39829218 NAME:RICHARDDANG DRAFTEDBY:SANCHITAS. ADDRESS:420SBROADWAY,SANTA ANA,CA92701 UTILITY:SCE-SOUTHERN CALIFORNIAEDISON SCALE:ASNOTED PRNNUMBER:ABC-84044 PAPERSIZE:17"X11"SHEET:PL-01DATE:08/25/2023 DRAWINGINFORMATION CUSTOMERINFORMATION CONTRACTORINFORMATION QC'EDBY:GANESH.K PLACARDS 420SBROADWAY,SANTAANA,CA92701 INSTALLEDON:DCDISCONNECT,INVERTER [TOBEUSEDWHENINVERTERISUNGROUNDED] !WARNING! ELECTRICSHOCKHAZARD THEDCCONDUCTORSOFTHISPHOTOVOLTAIC SYSTEMAREUNGROUNDEDANDMAYBE ENERGIZED INSTALLEDON:ACDISCONNECT,POINTOF INTERCONNECTION APPLICABLECODE(S):CEC690.13 !WARNING! ELECTRICSHOCKHAZARD DONOTTOUCHTERMINALS TERMINALSONBOTHLINEANDLOADSIDES MAYBEENERGIZEDINTHEOPENPOSITION WARNING-ELECTRICSHOCKHAZARD NOUSERSERVICEABLEPARTSINSIDE CONTACTAUTHORIZEDSERVICE PROVIDEFORASSISTANCE INSTALLEDON:INVERTER,JUNCTIONBOXES(ROOF), ACDISCONNECT SOLARDISCONNECT INSTALLEDON:DISCONNECT,POINTOFINTERCONNECTION PERCODE:CEC690.13(B) INVERTER1 MAXIMUMDCVOLTAGE OFPVSYSTEM INSTALLEDON:INVERTER APPLICABLECODE(S):CEC690.53 480V !WARNING DUALPOWERSOURCESECOND SOURCEISPHOTOVOLTAIC SYSTEM INSTALLEDON:POINTOFINTERCONNECTION APPLICABLECODE(S):CEC705.12(B)(3-4)AND690.59 !! INSTALLEDON:POINTOFINTERCONNECTION APPLICABLECODE(S):CEC705.12(B)(3)(2) WARNING POWERSOURCEOUTPUT CONNECTION DONOTRELOCATETHIS OVER-CURRENTDEVICE RATEDACOPERATINGCURRENT ACNOMINALOPERATINGVOLTAGE 32.00 240 PHOTOVOLTAICSYSTEMACDISCONNECTSWITCH AMPSAC VAC INSTALLEDON:ACDISCONNECT(S),POINTOF INTERCONNECTION. APPLICABLECODE(S):CEC690.54 POWERTOTHISBUILDINGISALSO SUPPLIEDFROMTHEFOLLOWING SOURCESWITHDISCONNECTSLOCATED ASSHOWN 1.PLACARDSSHALLMEETTHE REQUIREMENTSOFARTICLES690AND 705,UNLESSOTHERWISESPECIFIED PERLOCALAHJREQUIREMENTS. 2.PLACARDSSHALLMEETTHE REQUIREMENTSOFSECTION110.21(B) ASREQUIREDANDSHALLCOMPLYWITH ANSIZ535.4-2011,PRODUCTSAFETY SIGNSANDLABELS. 3.PLACARDSSHALLBEPERMANENTLY AFFIXEDTOTHEEQUIPMENTORWIRING METHOD. 4.PLACARDSSHALLBEOFSUFFICIENT DURABILITYTOWITHSTANDTHE ENVIRONMENTINVOLVEDANDSHALLBE HANDWRITTEN. 5.PLACARDSSHALLNOTCOVER EXISTINGMANUFACTURERLABELS. NOTES CAUTION:MULTIPLESOURCES OFPOWER !! LABELLOCATION SERVICEPANEL PERCODE:CEC705.10 TURNRAPIDSHUTDOWN SWITCHTOTHE "OFF"POSITIONTO SHUTDOWNPVSYSTEM ANDREDUCE SHOCKHAZARD INTHEARRAY SOLARELECTRIC PVPANELS SOLARPVSYSTEMEQUIPPED WITHRAPIDSHUTDOWN INSTALLEDON:WITHIN3FTOFSERVICE DISCONNECTINGMEANS.MIN3/8"BLACKTEXTON YELLOWBACKGROUND&3/16"BLACKTEXTONWHITE BACKGROUND. APPLICABLECODE(S):CEC690.56(C) RAPIDSHUTDOWN SWITCHFORSOLARPV SYSTEM INSTALLEDON:RAPIDSHUTDOWNSWITCH APPLICABLECODE(S):CEC690.56(C)(2) WARNING:PHOTOVOLTAIC POWERSOURCE INSTALLEDON:CONDUIT,RACEWAYS,ANDJ-BOXES (LABELEDEVERY10').REFLECTIVE.MIN3/8"WHITE TEXTONBLACKBACKGROUND. APPLICABLECODE(S):CEC690.31(D)(2)(E)MAINSERVICEPANEL(EXTERIOR)(N)ACDISCONNECT(EXTERIOR) (N)PVINVERTER(EXTERIOR) PHOTOVOLTAICARRAYON ADU (E)UTILITYMETER(EXTERIOR) RESIDENCE ADU Date: 08/30/2023 Exp: 6/30/2024 420 S Broadway- 101118679 & 20182412 3/26/2024 ATTACHMENTSPECSHEET Date: 08/30/2023 Exp: 6/30/2024 420 S Broadway- 101118679 & 20182412 3/26/2024 MODULESPECSHEET Date: 08/30/2023 Exp: 6/30/2024 420 S Broadway- 101118679 & 20182412 3/26/2024 OPTIMIZERSPECSHEET Date: 08/30/2023 Exp: 6/30/2024 420 S Broadway- 101118679 & 20182412 3/26/2024 INVERTERSPECSHEET Date: 08/30/2023 Exp: 6/30/2024 420 S Broadway- 101118679 & 20182412 3/26/2024 INVERTERSPECSHEET Date: 08/30/2023 Exp: 6/30/2024 420 S Broadway- 101118679 & 20182412 3/26/2024 RACKINGSPECSHEET Date: 08/30/2023 Exp: 6/30/2024 420 S Broadway- 101118679 & 20182412 3/26/2024 Athens California Properties Construction INC STATE CONTRACTOR#:869807 Letter of Authorization Orange County, CA March 18th, 2024 To Whom It May Concern: We are Athens California Properties Construction INC. We signed contract with Mr. Dang (the owner of 420 S Broadway, Santa Ana, CA 92701) to install a new solar system to the roof of new detached ADU. Mr. Dang helps us work with Building Department to get the solar permit approved. Best regards, Tony Vu (Tel:714-732-4788) 420 S Broadway- 101118679 & 20182412 3/26/2024 Athens California Properties Construction INC STATE CONTRACTOR#:869807 Letter of Authorization Orange County, CA March 19th, 2024 To Whom It May Concern: We are Athens California Properties Construction INC. We signed contract with Mr. Dang (the owner of 420 S Broadway, Santa Ana, CA 92701) to install a new solar system to the roof of new detached ADU. Athens CA Properties Construction allows Tony Vu (Tel:714-732-4788) to obtain the permits under company license. Best regards, Manager Viet Hoang 420 S Broadway- 101118679 & 20182412 3/26/2024 Expedited Permit Process for PV Systems 1 Expedited Permit Process for PV Systems Standard String System The Solar America Board for Codes and Standards (Solar ABCs) Expedited Permit Pro- cess provides a means to differentiate systems that can be permitted quickly and easily due to their similarity with the majority of small-scale PV systems. Those systems with unique characteristics may be handled with small additions to this Expedited Permit Process or may require much more information, depending on the uniqueness of the installation. The following pages contain forms for the Standard String System to use with the Expe- dited Permit Process. The Micro-Inverter, AC Module, and Supply-Side Connection forms are also available as interactive PDF files at www.solarabcs.org/permitting. In jurisdic- tions that have adopted the Expedited Permit Process for PV Systems, these forms can be filled out electronically and submitted in either printed form and via email. An elec- tronic format is used so that the supplied information is standardized and legible for the local jurisdiction. 420 S Broadway- 101118679 & 20182412 3/26/2024 Expedited Permit Process for PV Systems 2 Expedited Permit Process for Small-Scale PV Systems Standard String System The information in this guideline is intended to help local jurisdictions and contractors identify when PV system installations are simple, needing only a basic review, and when an installation is more complex. It is likely that 50%-75% of all residential systems will comply with these simple criteria. For projects that fail to meet the simple criteria, resolution steps have been suggested to provide as a path to permit approval. Required Information for Permit: 1. Site plan showing location of major components on the property. This drawing need not be exactly to scale, but it should represent relative location of components at site (see supplied example site plan). PV arrays on dwellings with a 3’ perimeter space at ridge and sides may not need separate fire service review. 2. Electrical diagram showing PV array configuration, wiring system, overcurrent protection, inverter, disconnects, required signs, and ac connection to building (see supplied standard electrical diagram). 3. Specification sheets and installation manuals (if available) for all manufactured components including, but not limited to, PV modules, inverter(s), combiner box, disconnects, and mounting system. Step 1: Structural Review of PV Array Mounting System Is the array to be mounted on a defined, permitted roof structure? l Yes l No If No due to non-compliant roof or a ground mount, submit completed worksheet for the structure WKS1. Roof Information: 1. Is the roofing type lightweight (Yes = composition, lightweight masonry, metal, etc…)__________________________ ____________________________________________________________________________________________________ If No, submit completed worksheet for roof structure WKS1 (No = heavy masonry, slate, etc…). 2. Does the roof have a single roof covering? l Yes l No If No, submit completed worksheet for roof structure WKS1. 3. Provide method and type of weatherproofing roof penetrations (e.g. flashing, caulk).____________________________ Mounting System Information: 1. Is the mounting structure an engineered product designed to mount PV modules with no more than an 18” gap beneath the module frames? l Yes l No If No, provide details of structural attachment certified by a design professional. 2. For manufactured mounting systems, fill out information on the mounting system below: a. Mounting System Manufacturer ___________Product Name and Model#________________________________ b. Total Weight of PV Modules and Rails ___________lbs c. Total Number of Attachment Points____________ d. Weight per Attachment Point (b÷c)_________________lbs (if greater than 45 lbs, see WKS1) e. Maximum Spacing Between Attachment Points on a Rail ______________inches (see product manual for maximum spacing allowed based on maximum design wind speed) f. Total Surface Area of PV Modules (square feet)_________________ ft2 g. Distributed Weight of PV Module on Roof (b÷f)_______________ lbs/ft2 If distributed weight of the PV system is greater than 5 lbs/ft2, see WKS1. Step 2: Electrical Review of PV System (Calculations for Electrical Diagram) In order for a PV system to be considered for an expedited permit process, the following must apply: 1. PV modules, utility-interactive inverters, and combiner boxes are identified for use in PV systems. 2. The PV array is composed of 4 series strings or less per inverter. 3. The total inverter capacity has a continuous ac power output 13,440 Watts or less 4. The ac interconnection point is on the load side of service disconnecting means (690.64(B)). 5. One of the standard electrical diagrams (E1.1, E1.1a, E1.1b, or E1.1c) can be used to accurately represent the PV system. Interactive PDF diagrams are available at www.solarabcs.org/permitting. Fill out the standard electrical diagram completely. A guide to the electrical diagram is provided to help the applicant understand each blank to fill in. If the electrical system is more complex than the standard electrical diagram can effectively communicate, provide an alternative diagram with appropriate detail. 420 S Broadway- 101118679 & 20182412 3/26/2024 E x p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 3 Standard String System Site Plan               420 S Broadway- 101118679 & 20182412 3/26/2024 E x p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 4 Standard String System Electrical Diagram                                                                                                            420 S Broadway- 101118679 & 20182412 3/26/2024 E x p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 5 Notes for Standard String System Electrical Diagram Contractor Name, Address and Phone: _________________ _________________ _________________ _________________ Notes for One-Line Standard Electrical Diagram for Single-Phase PV Systems Site Name: __________________________ Site Address: ________________________ System AC Size: ______________________ SIZE FSCM NO DWG NO REV SCALE NTS Date:SHEET Drawn By: Checked By: MAX POWER-POINT CURRENT (IMP) MAX POWER-POINT VOLTAGE (VMP) OPEN-CIRCUIT VOLTAGE (VOC) SHORT-CIRCUIT CURRENT (ISC) MAX SERIES FUSE (OCPD) MAXIMUM POWER (PMAX) MAX VOLTAGE (TYP 600VDC) VOC TEMP COEFF (mV/oC or %/oC ) IF COEFF SUPPLIED, CIRCLE UNITS A V V A A W V MODULE MAKE MODULE MODEL PV MODULE RATINGS @ STC (Guide Section 5) MAX DC VOLT RATING MAX POWER @ 40oC NOMINAL AC VOLTAGE MAX AC CURRENT MAX OCPD RATING V W V A A INVERTER MAKE INVERTER MODEL INVERTER RATINGS (Guide Section 4) 1) IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH, DOES THIS SWITCH MEET THEREQUIREMENT? YES NO N/A 2) IF GENERATION METER REQUIRED, DOES THIS METER SOCKET MEET THEREQUIREMENT? YES NO N/A 3) SIZE PHOTOVOLTAIC POWER SOURCE (DC) CONDUCTORS BASED ON MAXCURRENT ON NEC 690.53 SIGN OR OCPD RATING AT DISCONNECT 4) SIZE INVERTER OUTPUT CIRCUIT (AC) CONDUCTORS ACCORDING TO INVERTEROCPD AMPERE RATING. (See Guide Section 9) 5) TOTAL OF ______ INVERTER OCPD(s), ONE FOR EACH INVERTER. DOES TOTALSUPPLY BREAKERS COMPLY WITH 120% BUSBAR EXCEPTION IN 690.64(B)(2)(a)?YES NO NOTES FOR INVERTER CIRCUITS (Guide Section 8 and 9): 1.) LOWEST EXPECT AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEANEXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TOINSTALLATION LOCATION. LOWEST EXPECTED AMBIENT TEMP ______oC 2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHESTMONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TOINSTALLATION LOCATION. HIGHEST CONTINUOUS TEMPERATURE _____oC 2.) 2005 ASHRAE FUNDEMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1oC). FOR LESS THAN 9CURRENT-CARRYING CONDUCTORS IN ROOF-MOUNTED SUNLIT CONDUIT ATLEAST 0.5" ABOVE ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE OF47oC OR LESS (ALL OF UNITED STATES), a) 12 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULESWITH Isc OF 7.68 AMPS OR LESS WHEN PROTECTED BY A 12-AMP OR SMALLERFUSE. b) 10 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULESWITH Isc OF 9.6 AMPS OR LESS WHEN PROTECTED BY A 15-AMP OR SMALLERFUSE. NOTES FOR ARRAY CIRCUIT WIRING (Guide Section 6 and 8 and Appendix D): OCPD = OVERCURRENT PROTECTION DEVICE NATIONAL ELECTRICAL CODE® REFERENCES SHOWN AS (NEC XXX.XX) NOTES FOR ALL DRAWINGS: SIGNS–SEE GUIDE SECTION 7 SIGN FOR DC DISCONNECT SIGN FOR INVERTER OCPD AND AC DISCONNECT (IF USED) RATED MPP CURRENT RATED MPP VOLTAGE MAX SYSTEM VOLTAGE MAX CIRCUIT CURRENT A V V A PHOTOVOLTAIC POWER SOURCE WARNING: ELECTRICAL SHOCK HAZARD–LINE AND LOAD MAY BE ENERGIZED IN OPEN POSITION AC OUTPUT CURRENT NOMINAL AC VOLTAGE A V SOLAR PV SYSTEM AC POINT OF CONNECTION THIS PANEL FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) 420 S Broadway- 101118679 & 20182412 3/26/2024 Homeowner Authorization Letter To Whom It May Concern I am Richard Dang who is the owner of property (420 S Broadway, Santa Ana, CA 92701). I authorize Athens CA Construction Company (contractor’s license is 869807) to install the solar system on the roof of my new build ADU. 02/10/2024 Home Owner Richard Dang 420 S Broadway- 101118679 & 20182412 3/26/2024 Letter of Authorization Orange County, CA Feb 18th, 2024 To Whom It May Concern: We are Athens California Properties Construction INC (STATE CONTRACTOR #:869807). We signed contract with Mr. Dang ( the owner of 420 S Broadway, Santa Ana, CA 92701) to install a new solar system to the roof of new detached ADU. Mr.Dang helps us work with Building Department to get the solar permit approved. Best regards, Tony Vu 420 S Broadway- 101118679 & 20182412 3/26/2024 Illumine Industries, Inc. 1205 BMC Drive, #110 Cedar Park, TX 78613 (512) 823-0438 csnook@illuminei.com mwassef@illuminei.com ABC-84044 08/30/2023 Structure:Single Story Residence Address: 420 South Broadway Santa Ana, California 92701, Orange County Codes & Standards: City of Santa Ana Solar Array Components Adequate¹ Solar Array Anchorage to Roof Adequate Roof Structure Adequate Note: 1) Only includes items listed in Table 1. Respectfully, Professional Engineering Team Illumine Industries, Inc. To whom it may concern, This structural report shall state the structural adequacy of the existing building structure to support the solar array installation proposed in Permit Drawings by Illumine-i (Project: ABC-84044, dated 08/25/2023, Rev A). Based upon our analysis of the proposed installation to the existing structure, we have determined the adequacy of the following components to be as follows: This analysis will be affected if any conditions throughout the report or associated permit drawings are not also represented on-site. Contractor shall notify the engineer of record of any discrepancies and receive written approval from the engineer of record before proceeding with installation. If there are any questions or further assistance required, please call. Project Information: Structural Report for Solar Array Installation Illumine-i Project #: Issued Date: Design Requirements:2022 CRC (ASCE 7-16), 2022 CBC, 2022 CEBC To Support Every Human and Every Company on the Planet Achieve Sustainable Living 420 S Broadway- 101118679 & 20182412 3/26/2024 Project Name: ABC-84044 Structural Report (v.2.3.0) Issued Date: 08/30/2023 Solar Array Installation Page | 2 Page #: 4 5 1) INTRODUCTION Source Jinko Solar IronRidge IronRidge Note: 3.2) Limitations TABLE OF CONTENTS 1) INTRODUCTION Table 1 – List of Solar Panel Array Components 2) DESIGN CRITERIA 3) DISCLAIMERS 3.1) Assumptions 4) CALCULATIONS Table 1 – List of Solar Panel Array Components Component Description Rating Letter Info The solar panel array shall be installed on the existing single story residence. The structure is wood are unavailable; however, site information was obtained during a site visit by Single Home Owner. The solar panel array is composed of components shown in Table 1. 1) All components are verified to withstand design criteria either based upon referenced rating letters or by calculations provided in this report. Eagle 60M 270-290 W Solar Panels Spec Sheet by Jinko Solar, document ID: EN-JKM-290M-60_1.0_rev2017 FlashFoot2 Roof Attachment System Structural Certification for the IronRidge FlashFoot2 by IronRidge, dated 09/05/2019 IronRidge Flush Mount System(XR100) Rail System Certification Letter Named: Structural Certification and Span Tables for IronRidge Flush Mount System by IronRidge dated 3/15/21 To Support Every Human and Every Company on the Planet Achieve Sustainable Living 420 S Broadway- 101118679 & 20182412 3/26/2024 Project Name: ABC-84044 Structural Report (v.2.3.0) Issued Date: 08/30/2023 Solar Array Installation Page | 3 Wood Framing: 6 psf 0 psf Solar Array: 3 psf 1.0 1.0 Asphalt Shingles: 2 psf 1.0 1/2" Plywood: 1.6 psf 1.0 0 psf 20 psf 73.5 mph II 1.0 D(default) D Thermal Factor, Ct: 2) DESIGN CRITERIA Code & Standards: Dead Loads Snow Loads Ground Snow Load, pg: Snow Exposure Factor, Ce: Snow Importance Factor, Is: 2022 CRC (ASCE 7-16), 2022 CBC, 2022 CEBC Risk Category: Slope Factor, Cs: Flat Roof Snow Load, pf: Live Loads Roof Live Load: Wind Loads Basic Design Wind Speed, V: Allowable Stress Design Wind Speed, Vasd: Risk Category: Exposure Category: pi Seismic Loads Seismic Design Category: Seismic Importance Factor, IE: Mapped Spectral Response Acceleration Parameters:SS: 1.29, S1: 0.46 Design Spectral Response Acceleration Parameters:SDS: 1.032, SD1: 0.564 Site Class (Assumed): To Support Every Human and Every Company on the Planet Achieve Sustainable Living 420 S Broadway- 101118679 & 20182412 3/26/2024 Project Name: ABC-84044 Structural Report (v.2.3.0) Issued Date: 08/30/2023 Solar Array Installation Page | 4 3) DISCLAIMERS 3.1 ASSUMPTIONS 1. Wood framing meets the following specifications in accordance with the ANSI/AWC “National Design Specification” (2018 Edition). Roof Framing Wall Framing No.  'RXJODV)LU/DUFK No.  'RXJODV)LU/DUFK 2. All solar panel array components listed in Table 1 shall be designed and installed per the manufacturer’s approved installation specifications. 3. The existing building structure was properly constructed and maintained in good condition. 3.2 LIMITATIONS 1. Waterproofing around the roof penetrations is the responsibility of others. 2. No allowance has been made in this report for any existing deficiency in design, material, construction, or lack of maintenance for the existing structure or proposed equipment. 3. Any miscellaneous items not explicitly listed in this report have not been designed or detailed by Illumine-i. It is recommended that material of suitable size and strength be obtained from a reputable manufacturer for miscellaneous items. 4. The referenced permit plans are schematic representations of the installation of proposed equipment to the existing structure. The contractor shall be responsible for field verifying existing conditions, proper fit, and clearances in the field. 5. Construction documents depicting the required modifications for installation are obtainable from Illumine-i, but are beyond the scope of this report. To Support Every Human and Every Company on the Planet Achieve Sustainable Living 420 S Broadway- 101118679 & 20182412 3/26/2024 Project Name: ABC-84044 Structural Report (v.2.3.0) Issued Date: 08/30/2023 Solar Array Installation Calculations: Page | 1 l.Component & Cladding Wind Calculations Site Data Basic Design Wind Speed, V: 95 mph Exposure Category: B Risk Category: II Topo Factor, K : 1.00 Building Data Mean Roof Height, h: 25 ft Building Type: Enclosed Roof Type: Gable Roof Slope: 23 ° Least Horizontal Building Length: 22 ft Largest Horizontal Building Length: 45 ft Estimated Building Area: 990 ft Roof dimension, 'a' per ASCE7: 3 ft Wind Data Velocity Pressure Coef, K : 0.700 Wind Directionality Factor, K : 0.85 Ground Elevation Factor, K : 1.0 Velocity Pressure @ Height, q : 13.7 psf Effective Wind Area, A: 20.0 ft Component & Cladding Wind Pressures Positive Pressure for Effective Area, A = 20 SF* Roof Zone (GCp) (GCpi, +/-)Pressure (psf) *Positive notation indicates wind pressure acting downwards on roof Negative Pressure for Effective Area, A = 20 SF* Roof Zone (GCp) (GCpi, +/-)Pressure (psf) *Negative notation indicates wind pressure acting away from roof *Wind calculations according to ASCE 7-16* To Support Every Human and Every Company on the Planet Achieve Sustainable Living 420 S Broadway- 101118679 & 20182412 3/26/2024 Project Name: ABC-84044 Structural Report (v.2.3.0) Issued Date: 08/30/2023 Solar Array Installation Calculations: Page | 2 ll.Wind Forces on Solar Panel System Panel Data Short Length of Panel: 40 in Long Length of Panel: 65 in Quantity of Panels: 18 *Panel Pressure Panel Location (Roof Zone) Eff. Wind Area, A (ft2) γa, Fig. 29.4-8 γE, uplift γE, others Positive Pressure (psf) Uplift Pressure (psf) Service Uplift Pressure (psf) 1 & 2e 17.6 0.766 1.5 1.0 6.92 -26.54 -15.93 2n, 2r & 3e 17.6 0.766 1.5 1.0 6.92 -38.04 -22.83 *Panel pressures only calculated for roof zones where solar panels are present. Attachment Data Connection # 1:Connection # 2: Max CNX Spacing: 5.33 ft Max CNX Spacing: 4.00 ft Panel Attachments, Withdrawal CNX # Attach. Location (Roof Zone) Trib. Wind Area, A γa γE, uplift Uplift Pressure (psf) Withdrawal Force (lbs) Withdrawal Force (lbs) 2n, 2r & 3e 14.4 0.8 1.5 -40.29 -349.0 *Wind calculations according to ASCE 7-16* Attachments are along..(x)..of panel:Short Side Attachments are along..(x)..of panel:Long Side To Support Every Human and Every Company on the Planet Achieve Sustainable Living 420 S Broadway- 101118679 & 20182412 3/26/2024 Project Name: ABC-84044 Structural Report (v.2.3.0) Issued Date: 08/30/2023 Solar Array Installation Calculations: Page | 3 III.Gravity Loads Roof Dead Loads Roof Dead Loads with Panels Asphalt Shingles:Solar Array 1/2" Plywood: Total Existing Dead Load:Total New Dead Load: Roof Live Loads Roof Live Loads with Panels Snow Loads Snow Loads with Panels Ground Snow Load, pg:Thermal Factor, Ct: Snow Exposure Factor, Ce:Flat Roof Snow Load, pf: Snow Importance Factor, Is:Slope Factor, Cs: Thermal Factor, Ct:Sloped Roof Snow Load, ps: Flat Roof Snow Load, pf: Slope Factor, Cs: Sloped Roof Snow Load, ps: Gravity Load Comparison Factored Load Combinations Exist. Weight (psf) New Weight (psf) 1.4 DL:5.0 9.2 1.2 DL + 1.6 Lr:29.9 7.9 Maximum Factored Gravity Loads: % Increase in Factored Weight:-69.1% Roof Live Load @ Location w/ Solar Array: Per Section 503.3 of the 2022 CEBC, any existing gravity load-carrying structural element for which an alteration causes an increase in design dead, live, or snow load, including drift effects, of more than 5% shall be replaced or altered as needed to carry the gravity loads by the CBC for new structures. Since there is no increase of gravity load greater than 5%, the existing structure is adequate for the alteration. Existing Design Roof Live Load (reduced for sloped roof): To Support Every Human and Every Company on the Planet Achieve Sustainable Living 420 S Broadway- 101118679 & 20182412 3/26/2024 Project Name: ABC-84044 Structural Report (v.2.3.0) Issued Date: 08/30/2023 Solar Array Installation Calculations: Page | 4 IV.Seismic Loads Seismic Weight Existing Roof Dead Load: Roof Dead Load @ Panel Locations: Quantity of Pre-Existing Panels: % of Roof w/ Solar Panels: Equiv. Seismic Weight Increase:10.0% Seismic vs. Wind Lateral Loading Seismic Lateral Load Wall Weight 12 psf Wind Lateral Load By comparison of the approximate total wind vs. seismic loads, it is apparent that wind forces are the controlling design loads for the lateral load-carrying elements in the structural system. Since there is no increase in the total lateral wind load in the structural system, the structure is deemed adequate for the additional seismic weight. Per Section 503.4 of the 2022 CEBC, any existing lateral load-carrying element whose demand-capacity ratio with the alteration considered is not more than 10% greater than its demand-capacity ratio with the alteration ignored shall be permitted to remain unaltered. Since there is an increase of seismic weight greater than 10%, the existing lateral load-carrying elements require further analysis. Approximate Total Seismic Lateral Load 2.513 Approximate Total Wind Lateral Load (short wall normal to wind)2.80 To Support Every Human and Every Company on the Planet Achieve Sustainable Living 420 S Broadway- 101118679 & 20182412 3/26/2024 Expedited Permit Process for PV Systems 1 Expedited Permit Process for PV Systems Standard String System The Solar America Board for Codes and Standards (Solar ABCs) Expedited Permit Pro- cess provides a means to differentiate systems that can be permitted quickly and easily due to their similarity with the majority of small-scale PV systems. Those systems with unique characteristics may be handled with small additions to this Expedited Permit Process or may require much more information, depending on the uniqueness of the installation. The following pages contain forms for the Standard String System to use with the Expe- dited Permit Process. The Micro-Inverter, AC Module, and Supply-Side Connection forms are also available as interactive PDF files at www.solarabcs.org/permitting. In jurisdic- tions that have adopted the Expedited Permit Process for PV Systems, these forms can be filled out electronically and submitted in either printed form and via email. An elec- tronic format is used so that the supplied information is standardized and legible for the local jurisdiction. 420 S Broadway- 101118679 & 20182412 3/26/2024 Expedited Permit Process for PV Systems 2 Expedited Permit Process for Small-Scale PV Systems Standard String System The information in this guideline is intended to help local jurisdictions and contractors identify when PV system installations are simple, needing only a basic review, and when an installation is more complex. It is likely that 50%-75% of all residential systems will comply with these simple criteria. For projects that fail to meet the simple criteria, resolution steps have been suggested to provide as a path to permit approval. Required Information for Permit: 1. Site plan showing location of major components on the property. This drawing need not be exactly to scale, but it should represent relative location of components at site (see supplied example site plan). PV arrays on dwellings with a 3’ perimeter space at ridge and sides may not need separate fire service review. 2. Electrical diagram showing PV array configuration, wiring system, overcurrent protection, inverter, disconnects, required signs, and ac connection to building (see supplied standard electrical diagram). 3. Specification sheets and installation manuals (if available) for all manufactured components including, but not limited to, PV modules, inverter(s), combiner box, disconnects, and mounting system. Step 1: Structural Review of PV Array Mounting System Is the array to be mounted on a defined, permitted roof structure? l Yes l No If No due to non-compliant roof or a ground mount, submit completed worksheet for the structure WKS1. Roof Information: 1. Is the roofing type lightweight (Yes = composition, lightweight masonry, metal, etc…)__________________________ ____________________________________________________________________________________________________ If No, submit completed worksheet for roof structure WKS1 (No = heavy masonry, slate, etc…). 2. Does the roof have a single roof covering? l Yes l No If No, submit completed worksheet for roof structure WKS1. 3. Provide method and type of weatherproofing roof penetrations (e.g. flashing, caulk).____________________________ Mounting System Information: 1. Is the mounting structure an engineered product designed to mount PV modules with no more than an 18” gap beneath the module frames? l Yes l No If No, provide details of structural attachment certified by a design professional. 2. For manufactured mounting systems, fill out information on the mounting system below: a. Mounting System Manufacturer ___________Product Name and Model#________________________________ b. Total Weight of PV Modules and Rails ___________lbs c. Total Number of Attachment Points____________ d. Weight per Attachment Point (b÷c)_________________lbs (if greater than 45 lbs, see WKS1) e. Maximum Spacing Between Attachment Points on a Rail ______________inches (see product manual for maximum spacing allowed based on maximum design wind speed) f. Total Surface Area of PV Modules (square feet)_________________ ft2 g. Distributed Weight of PV Module on Roof (b÷f)_______________ lbs/ft2 If distributed weight of the PV system is greater than 5 lbs/ft2, see WKS1. Step 2: Electrical Review of PV System (Calculations for Electrical Diagram) In order for a PV system to be considered for an expedited permit process, the following must apply: 1. PV modules, utility-interactive inverters, and combiner boxes are identified for use in PV systems. 2. The PV array is composed of 4 series strings or less per inverter. 3. The total inverter capacity has a continuous ac power output 13,440 Watts or less 4. The ac interconnection point is on the load side of service disconnecting means (690.64(B)). 5. One of the standard electrical diagrams (E1.1, E1.1a, E1.1b, or E1.1c) can be used to accurately represent the PV system. Interactive PDF diagrams are available at www.solarabcs.org/permitting. Fill out the standard electrical diagram completely. A guide to the electrical diagram is provided to help the applicant understand each blank to fill in. If the electrical system is more complex than the standard electrical diagram can effectively communicate, provide an alternative diagram with appropriate detail. 420 S Broadway- 101118679 & 20182412 3/26/2024 E x p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 3 Standard String System Site Plan               420 S Broadway- 101118679 & 20182412 3/26/2024 E x p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 4 Standard String System Electrical Diagram                                                                                                            420 S Broadway- 101118679 & 20182412 3/26/2024 E x p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 5 Notes for Standard String System Electrical Diagram Contractor Name, Address and Phone: _________________ _________________ _________________ _________________ Notes for One-Line Standard Electrical Diagram for Single-Phase PV Systems Site Name: __________________________ Site Address: ________________________ System AC Size: ______________________ SIZE FSCM NO DWG NO REV SCALE NTS Date:SHEET Drawn By: Checked By: MAX POWER-POINT CURRENT (IMP) MAX POWER-POINT VOLTAGE (VMP) OPEN-CIRCUIT VOLTAGE (VOC) SHORT-CIRCUIT CURRENT (ISC) MAX SERIES FUSE (OCPD) MAXIMUM POWER (PMAX) MAX VOLTAGE (TYP 600VDC) VOC TEMP COEFF (mV/oC or %/oC ) IF COEFF SUPPLIED, CIRCLE UNITS A V V A A W V MODULE MAKE MODULE MODEL PV MODULE RATINGS @ STC (Guide Section 5) MAX DC VOLT RATING MAX POWER @ 40oC NOMINAL AC VOLTAGE MAX AC CURRENT MAX OCPD RATING V W V A A INVERTER MAKE INVERTER MODEL INVERTER RATINGS (Guide Section 4) 1) IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH, DOES THIS SWITCH MEET THEREQUIREMENT? YES NO N/A 2) IF GENERATION METER REQUIRED, DOES THIS METER SOCKET MEET THEREQUIREMENT? YES NO N/A 3) SIZE PHOTOVOLTAIC POWER SOURCE (DC) CONDUCTORS BASED ON MAXCURRENT ON NEC 690.53 SIGN OR OCPD RATING AT DISCONNECT 4) SIZE INVERTER OUTPUT CIRCUIT (AC) CONDUCTORS ACCORDING TO INVERTEROCPD AMPERE RATING. (See Guide Section 9) 5) TOTAL OF ______ INVERTER OCPD(s), ONE FOR EACH INVERTER. DOES TOTALSUPPLY BREAKERS COMPLY WITH 120% BUSBAR EXCEPTION IN 690.64(B)(2)(a)?YES NO NOTES FOR INVERTER CIRCUITS (Guide Section 8 and 9): 1.) LOWEST EXPECT AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEANEXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TOINSTALLATION LOCATION. LOWEST EXPECTED AMBIENT TEMP ______oC 2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHESTMONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TOINSTALLATION LOCATION. HIGHEST CONTINUOUS TEMPERATURE _____oC 2.) 2005 ASHRAE FUNDEMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1oC). FOR LESS THAN 9CURRENT-CARRYING CONDUCTORS IN ROOF-MOUNTED SUNLIT CONDUIT ATLEAST 0.5" ABOVE ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE OF47oC OR LESS (ALL OF UNITED STATES), a) 12 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULESWITH Isc OF 7.68 AMPS OR LESS WHEN PROTECTED BY A 12-AMP OR SMALLERFUSE. b) 10 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULESWITH Isc OF 9.6 AMPS OR LESS WHEN PROTECTED BY A 15-AMP OR SMALLERFUSE. NOTES FOR ARRAY CIRCUIT WIRING (Guide Section 6 and 8 and Appendix D): OCPD = OVERCURRENT PROTECTION DEVICE NATIONAL ELECTRICAL CODE® REFERENCES SHOWN AS (NEC XXX.XX) NOTES FOR ALL DRAWINGS: SIGNS–SEE GUIDE SECTION 7 SIGN FOR DC DISCONNECT SIGN FOR INVERTER OCPD AND AC DISCONNECT (IF USED) RATED MPP CURRENT RATED MPP VOLTAGE MAX SYSTEM VOLTAGE MAX CIRCUIT CURRENT A V V A PHOTOVOLTAIC POWER SOURCE WARNING: ELECTRICAL SHOCK HAZARD–LINE AND LOAD MAY BE ENERGIZED IN OPEN POSITION AC OUTPUT CURRENT NOMINAL AC VOLTAGE A V SOLAR PV SYSTEM AC POINT OF CONNECTION THIS PANEL FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) 420 S Broadway- 101118679 & 20182412 3/26/2024 420 S Broadway- 101118679 & 20182412 3/26/2024 REV: B AHJ: CA-CITY OF SANTA ANA 33.741744, -117.870012 APN: 39829218 NAME: RICHARD DANG DRAFTED BY: SANCHITA S. ADDRESS: 420 S BROADWAY, SANTA ANA, CA 92701 UTILITY: SCE-SOUTHERN CALIFORNIA EDISON SCALE: AS NOTED PRN NUMBER: ABC-84044 PAPER SIZE: 17"X11"SHEET: CS-01DATE: 05/04/2024 DRAWING INFORMATION CUSTOMER INFORMATION CONTRACTOR INFORMATION QC'ED BY: GANESH. K VICINITY MAP COVER SHEET RICHARD DANG - 7.200kW DC, 7.600kW AC, 6.705kW CEC AC RATING APPLICABLE CODES · ELECTRIC CODE:CEC 2022 · FIRE CODE:CFC 2022 · BUILDING CODE:CBC 2022 · RESIDENTIAL CODE:CRC 2022 ENGINEERING SCOPE OF WORK 1. ILLUMINE INDUSTRIES INC. HAS ONLY PROVIDED DRAFTING SERVICES FOR THE PERMIT DRAWINGS. NO ACTUAL ENGINEERING WORK, ENGINEERING REVIEW OR ENGINEERING APPROVAL HAS BEEN CONDUCTED BY ILLUMINE INDUSTRIES INC UNLESS NOTED OTHERWISE. 2. WHEN A PROFESSIONAL ENGINEER APPROVES AND SEALS THE DESIGN FOR COMPONENTS OF THEIR RESPECTIVE DISCIPLINE (STRUCTURAL/ELECTRICAL) SHOWN ON THESE PERMIT DRAWINGS, THE PROFESSIONAL ENGINEER a. TAKES FULL DIRECT CONTROL OF THE ENGINEERED DESIGN b. IS GIVEN ACCESS TO PERSONALLY SUPERVISE AND RECTIFY ANY ASPECT OF THE ENGINEERED DESIGN c. HAS FULLY ACCEPTED RESPONSIBILITY FOR THE ENGINEERED DESIGN SCOPE OF WORK SYSTEM SIZE: MODULE: INVERTER: OPTIMIZER: 7200W DC, 7600W AC, 6705W CEC AC RATING (18)HYUNDAI SOLAR HIS-S400YH(BK) (400W) (1)SOLAREDGE TECHNOLOGIES SE7600H-US (240V) [SI-1] (18)SOLAREDGE S440 POWER OPTIMIZER 1. MODULES ARE LISTED UNDER UL 1703 / 61730 AND CONFORM TO THE STANDARDS. 2. INVERTERS ARE LISTED UNDER UL 1741 AND CONFORM TO THE STANDARDS. 3. DRAWINGS ARE DIAGRAMMATIC, INDICATING GENERAL ARRANGEMENT OF THE PV SYSTEM AND THE ACTUAL SITE CONDITION MIGHT VARY. 4. WORKING CLEARANCES AROUND THE NEW PV ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH CEC 110.26. 5. ALL GROUND WIRING CONNECTED TO THE MAIN SERVICE GROUNDING IN MAIN SERVICE PANEL/ SERVICE EQUIPMENT. 6. ALL CONDUCTORS SHALL BE 600V, 90°C STANDARD COPPER UNLESS OTHERWISE NOTED. 7. WHEN REQUIRED, A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. 8. THE SYSTEM WILL NOT BE INTERCONNECTED BY THE CONTRACTOR UNTIL APPROVAL FROM THE LOCAL JURISDICTION AND/OR THE UTILITY. 9. ROOF ACCESS POINT SHALL BE LOCATED IN AREAS THAT DO NOT REQUIRE THE PLACEMENT OF GROUND LADDERS OVER OPENINGS SUCH AS WINDOWS OR DOORS, AND LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION WHERE THE ACCESS POINT DOES NOT CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH AS TREES, WIRES OR SIGNS. 10. PV ARRAY COMBINER/JUNCTION BOX PROVIDES TRANSITION FROM ARRAY WIRING TO CONDUIT WIRING. GENERAL NOTES RISK CATEGORY- ll BASIC WIND SPEED = 95 MPH @ 3-SEC GUST GROUND SNOW LOAD = 0 PSF DESIGN CRITERIA PROJECT WINDSPEED DETERMINED USING THE ASCE 7 STANDARD UNLESS DIRECTED OTHERWISE BY LOCAL JURISDICTION AMENDMENTS ROOF AREA CALCULATION TOTAL ARRAY AREA = 386.84 sq.ft TOTAL ROOF AREA = 1000 sq.ft % ARRAY AREA IN ROOF = 38.68 % SHEET CATALOG SHEET REVISION DESCRIPTION CS-01 COVER SHEET CS-02 GENERAL NOTES E-01 SITE PLAN S-01 MOUNTING DETAILS S-02 STRUCTURAL DETAILS E-02 SINGLE LINE DIAGRAM E-03 ELECTRICAL CALCULATIONS PL-01 PLACARDS SS SPEC SHEET(S) B B B B B B B B B REVISION TO: 101118679 NEW 101119764 The scope of the plans is for the installation of the solar solar photovoltaic system only and the approval is subject to compliance with all applicable city and state codes and regulations regarding construction. The approval of the plans does not constitute any certification of the accuracy, completeness, or building permit status of the existing buildings and structures as shown. 420 S Broadway 8/22/2024 REV: B AHJ: CA-CITY OF SANTA ANA 33.741744, -117.870012 APN: 39829218 NAME: RICHARD DANG DRAFTED BY: SANCHITA S. ADDRESS: 420 S BROADWAY, SANTA ANA, CA 92701 UTILITY: SCE-SOUTHERN CALIFORNIA EDISON SCALE: AS NOTED PRN NUMBER: ABC-84044 PAPER SIZE: 17"X11"SHEET: CS-01DATE: 05/04/2024 DRAWING INFORMATION CUSTOMER INFORMATION CONTRACTOR INFORMATION QC'ED BY: GANESH. K VICINITY MAP COVER SHEET RICHARD DANG - 7.200kW DC, 7.600kW AC, 6.705kW CEC AC RATING APPLICABLE CODES ·ELECTRIC CODE:CEC 2022 ·FIRE CODE:CFC 2022 ·BUILDING CODE:CBC 2022 ·RESIDENTIAL CODE:CRC 2022 ENGINEERING SCOPE OF WORK 1. ILLUMINE INDUSTRIES INC. HAS ONLY PROVIDED DRAFTING SERVICES FOR THE PERMIT DRAWINGS. NO ACTUAL ENGINEERING WORK, ENGINEERING REVIEW OR ENGINEERING APPROVAL HAS BEEN CONDUCTED BY ILLUMINE INDUSTRIES INC UNLESS NOTED OTHERWISE. 2. WHEN A PROFESSIONAL ENGINEER APPROVES AND SEALS THE DESIGN FOR COMPONENTS OF THEIR RESPECTIVE DISCIPLINE (STRUCTURAL/ELECTRICAL) SHOWN ON THESE PERMIT DRAWINGS, THE PROFESSIONAL ENGINEER a. TAKES FULL DIRECT CONTROL OF THE ENGINEERED DESIGN b.IS GIVEN ACCESS TO PERSONALLY SUPERVISE AND RECTIFY ANY ASPECT OF THE ENGINEERED DESIGN c. HAS FULLY ACCEPTED RESPONSIBILITY FOR THE ENGINEERED DESIGN SCOPE OF WORK SYSTEM SIZE: MODULE: INVERTER: OPTIMIZER: 7200W DC, 7600W AC, 6705W CEC AC RATING (18)HYUNDAI SOLAR HIS-S400YH(BK) (400W) (1)SOLAREDGE TECHNOLOGIES SE7600H-US (240V) [SI-1] (18)SOLAREDGE S440 POWER OPTIMIZER 1. MODULES ARE LISTED UNDER UL 1703 / 61730 AND CONFORM TO THE STANDARDS. 2. INVERTERS ARE LISTED UNDER UL 1741 AND CONFORM TO THE STANDARDS. 3. DRAWINGS ARE DIAGRAMMATIC, INDICATING GENERAL ARRANGEMENT OF THE PV SYSTEM AND THE ACTUAL SITE CONDITION MIGHT VARY. 4.WORKING CLEARANCES AROUND THE NEW PV ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH CEC 110.26. 5.ALL GROUND WIRING CONNECTED TO THE MAIN SERVICE GROUNDING IN MAIN SERVICE PANEL/ SERVICE EQUIPMENT. 6. ALL CONDUCTORS SHALL BE 600V, 90°C STANDARD COPPER UNLESS OTHERWISE NOTED. 7. WHEN REQUIRED, A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. 8. THE SYSTEM WILL NOT BE INTERCONNECTED BY THE CONTRACTOR UNTIL APPROVAL FROM THE LOCAL JURISDICTION AND/OR THE UTILITY. 9.ROOF ACCESS POINT SHALL BE LOCATED IN AREAS THAT DO NOT REQUIRE THE PLACEMENT OF GROUND LADDERS OVER OPENINGS SUCH AS WINDOWS OR DOORS, AND LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION WHERE THE ACCESS POINT DOES NOT CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH AS TREES, WIRES OR SIGNS. 10.PV ARRAY COMBINER/JUNCTION BOX PROVIDES TRANSITION FROM ARRAY WIRING TO CONDUIT WIRING. GENERAL NOTES RISK CATEGORY- ll BASIC WIND SPEED = 95 MPH @ 3-SEC GUST GROUND SNOW LOAD = 0 PSF DESIGN CRITERIA PROJECT WINDSPEED DETERMINED USING THE ASCE 7 STANDARD UNLESS DIRECTED OTHERWISE BY LOCAL JURISDICTION AMENDMENTS ROOF AREA CALCULATION TOTAL ARRAY AREA = 386.84 sq.ft TOTAL ROOF AREA = 1000 sq.ft % ARRAY AREA IN ROOF = 38.68 % SHEET CATALOG SHEET REVISION DESCRIPTION CS-01 COVER SHEET CS-02 GENERAL NOTES E-01 SITE PLAN S-01 MOUNTING DETAILS S-02 STRUCTURAL DETAILS E-02 SINGLE LINE DIAGRAM E-03 ELECTRICAL CALCULATIONS PL-01 PLACARDS SS SPEC SHEET(S) B B B B B B B B B Illumine-iStructural Engineer 420 S Broadway 8/22/2024 REV: B AHJ: CA-CITY OF SANTA ANA 33.741744, -117.870012 APN: 39829218 NAME: RICHARD DANG DRAFTED BY: SANCHITA S. ADDRESS: 420 S BROADWAY, SANTA ANA, CA 92701 UTILITY: SCE-SOUTHERN CALIFORNIA EDISON SCALE: AS NOTED PRN NUMBER: ABC-84044 PAPER SIZE: 17"X11"SHEET: CS-02DATE: 05/04/2024 DRAWING INFORMATION CUSTOMER INFORMATION CONTRACTOR INFORMATION QC'ED BY: GANESH. K GENERAL NOTES INSTALLATION NOTES: 1. STRUCTURAL ROOF MEMBER LOCATIONS ARE ESTIMATED AND SHOULD BE LOCATED AND VERIFIED BY THE CONTRACTOR WHEN LAG BOLT PENETRATION OR MECHANICAL ATTACHMENT TO THE STRUCTURE IS REQUIRED. 2. ROOFTOP PENETRATIONS FOR SOLAR RACKING WILL BE COMPLETED AND SEALED WITH APPROVED SEALANT PER CODE BY A LICENSED CONTRACTOR. 3. LAGS MUST HAVE A MINIMUM 2.5" THREAD EMBEDMENT INTO THE STRUCTURAL MEMBER. 4. ALL PV RACKING ATTACHMENTS SHALL BE STAGGERED BY ROW BETWEEN THE ROOF FRAMING MEMBERS AS NECESSARY. 5. ROOF MOUNTED STANDARD RAIL REQUIRES ONE THERMAL EXPANSION GAP FOR EVERY RUN OF RAIL GREATER THAN 40'. 6. ALL CONDUCTORS AND CONDUITS ON THE ROOF SHALL BE MINIMUM 7/8" ABOVE THE ROOF SURFACE (INCLUDING CABLES UNDERNEATH MODULES AND RACKING). 7. THE PV INSTALLATION SHALL NOT OBSTRUCT ANY PLUMBING, MECHANICAL OR BUILDING ROOF VENTS. 8. ALL SOLAR PANEL ARRAY COMPONENTS SHALL BE INSTALLED PER THE MANUFACTURER'S APPROVED INSTALLATION SPECIFICATIONS. 9. THE EXISTING BUILDINGS STRUCTURE SHALL BE VERIFIED AS PROPERLY CONSTRUCTED AND MAINTAINED IN GOOD CONDITION. NO ALLOWANCE HAS BEEN MADE IN THESE DRAWINGS FOR ANY EXISTING DEFICIENCY IN DESIGN, MATERIAL, CONSTRUCTION, OR LACK OF MAINTENANCE FOR THE EXISTING STRUCTURE OR PROPOSED EQUIPMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS, PROPER FIT, AND CLEARANCES IN THE FIELD. 10.WATERPROOFING AROUND THE ROOF PENETRATIONS IS THE RESPONSIBILITY OF CONTRACTOR/INSTALLER. 11. MISCELLANEOUS ITEMS NOT EXPLICITLY LISTED OR IDENTIFIED IN THESE DRAWINGS HAVE NOT BEEN DESIGNED. IT IS RECOMMENDED THAT MATERIAL OF SUITABLE SIZE STRENGTH TO BE OBTAINED FROM A REPUTABLE MANUFACTURER FOR MISCELLANEOUS ITEMS. 12.IF PROJECT IS STAMPED AND SEALED BY AN ILLUMINE-I STRUCTURAL ENGINEER, SEE ASSOCIATED ILLUMINE-I STRUCTURAL REPORT FOR FULL COMPREHENSIVE SCOPE OF STRUCTURAL ENGINEERING INVESTIGATION AND APPROVAL. 13. IF ANY CONDITION THROUGHOUT THE ASSOCIATED REPORT OR PERMIT DRAWINGS IS NOT ALSO REPRESENTED ON-SITE, CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCIES AND RECEIVE WRITTEN APPROVAL FROM THE ENGINEER OF RECORD BEFORE PROCEEDING WITH INSTALLATION. 14.CONTRACTOR TO PROVIDE MINIMUM 1/4" GAP BETWEEN ALL SOLAR PANELS. Illumine-iStructural Engineer 420 S Broadway 8/22/2024 UM AC IN V MS P AAAAAAAAA B BBBBBBBB REV: B AHJ: CA-CITY OF SANTA ANA 33.741744, -117.870012 APN: 39829218 NAME: RICHARD DANG DRAFTED BY: SANCHITA S. ADDRESS: 420 S BROADWAY, SANTA ANA, CA 92701 UTILITY: SCE-SOUTHERN CALIFORNIA EDISON SCALE: AS NOTED PRN NUMBER: ABC-84044 PAPER SIZE: 17"X11"SHEET: E-01DATE: 05/04/2024 DRAWING INFORMATION CUSTOMER INFORMATION CONTRACTOR INFORMATION QC'ED BY: GANESH. K (E) MAIN SERVICE PANEL(EXTERIOR) (N) AC DISCONNECT (EXTERIOR) (N) PV INVERTER(EXTERIOR) FENCE PROPERTY LINE GATE S B R O A D W A Y SCALE:1"=20'-0" SITE PLAN 138' 48'-2" 138' 21'-2" 5' 5'87'-7" CONDUIT RUN PHOTOVOLTAIC ARRAY ON ADU (E) UTILITY METER(EXTERIOR) PERIMETER FENCE PERIMETER GATE WALKWAY RESIDENCE ADU RICHARD DANG - 7.200kW DC, 7.600kW AC, 6.705kW CEC AC RATING NOTE: PV SYSTEM TO BE INSTALLED ON ADU. STRING CONFIGURATION BRANCH DETAILS A 9 MODULES B 9 MODULES CONDUIT RUN Illumine-iStructural Engineer 420 S Broadway 8/22/2024 AAAAAAAAA B BBBBBBBB REV: B AHJ: CA-CITY OF SANTA ANA 33.741744, -117.870012 APN: 39829218 NAME: RICHARD DANG DRAFTED BY: SANCHITA S. ADDRESS: 420 S BROADWAY, SANTA ANA, CA 92701 UTILITY: SCE-SOUTHERN CALIFORNIA EDISON SCALE: AS NOTED PRN NUMBER: ABC-84044 PAPER SIZE: 17"X11"SHEET: S-01DATE: 05/04/2024 DRAWING INFORMATION CUSTOMER INFORMATION CONTRACTOR INFORMATION QC'ED BY: GANESH. K ALUMINUM RAILS 2 X 8 RAFTERS @ 1'-4" SPACING ARRAY MP-02 SCALE:1/4" = 1'-0" MOUNTING DETAILS ARRAY MP-01 S.NO AZIMUTH PITCH NO. OF MODULES ARRAY AREA (SQ. FT.) ROOF EXPOSURE FRAME SPACING MAX RAIL SPANROOF TYPE ATTACHMENT FRAME TYPE MP-01 360° 23°8 171.93 COMPOSITION SHINGLE FLASHFOOT2 ATTIC RAFTERS 1'-4" OVER HANG FRAME SIZE 2 X 8 MP-02 180°23° 10 214.91 COMPOSITION SHINGLE FLASHFOOT2 ATTIC RAFTERS 1'-4"2 X 8 5'-4"2'-0" 5'-4"2'-0" SITE INFORMATION NOTE: PENETRATIONS ARE STAGGERED STRING CONFIGURATION BRANCH DETAILS A 9 MODULES B 9 MODULES 5'-4" Illumine-iStructural Engineer 420 S Broadway 8/22/2024 REV: B AHJ: CA-CITY OF SANTA ANA 33.741744, -117.870012 APN: 39829218 NAME: RICHARD DANG DRAFTED BY: SANCHITA S. ADDRESS: 420 S BROADWAY, SANTA ANA, CA 92701 UTILITY: SCE-SOUTHERN CALIFORNIA EDISON SCALE: AS NOTED PRN NUMBER: ABC-84044 PAPER SIZE: 17"X11"SHEET: S-02DATE: 05/04/2024 DRAWING INFORMATION CUSTOMER INFORMATION CONTRACTOR INFORMATION QC'ED BY: GANESH. K STRUCTURAL DETAILS MODULE END CLAMPMID CLAMPMODULE IRONRIDGE XR100 RAIL GROUNDING DETAILS GROUNDING LUG IRONRIDGE INTERNAL SPLICE SELF-DRILLING SCREW SCALE: NTS RAIL TO RAIL T-BOLT MID CLAMP ASSEMBLY MODULE FRAME MODULE TO MODULE & MODULE TO RAIL GROUNDING MID-CLAMP SCALE: NTS SCALE: NTS IRONRIDGE XR100 RAIL DEAD LOAD CALCULATIONS BOM QUANTITY LBS/UNIT TOTAL WEIGHT (LBS) MODULES 18 46.5 837 MID-CLAMP 26 0.05 1.3 END-CLAMP 20 0.05 1 RAIL LENGTH 127 0.68 86.36 SPLICE BAR 4 0.36 1.44 FLASHFOOT2 36 0.88 31.68 TOTAL WEIGHT OF THE SYSTEM (LBS)958.78 TOTAL ARRAY AREA ON THE ROOF (SQ. FT.)386.84 WEIGHT PER SQ. FT.(LBS)2.48 WEIGHT PER PENETRATION (LBS)26.63 SCALE:NTS (E) FRAMING SEE SHEET S-01 (E) ROOF DECKING (E) COMPOSITION SHINGLE ROOF IRONRIDGE XR100 RAIL MODULE 6" MAX ATTACHMENT DETAIL- IRONRIDGE FLASHFOOT2 STAINLESS STEEL 5/16" LAG SCREW 2.5" EMBEDMENT PILOT HOLE REQUIRED FLASHFOOT2 ROOF FRAMING DETAILS MID-CLAMP AND END-CLAMP ASSEMBLY MODULE DATA HYUNDAI SOLAR HiS-S400YH(BK) (400W) MODULE DIM 75.74"x40.86"x1.37" LAG SCREW 5/16"x4.75":2.5" MIN EMBEDMENT COMPOSITION SHINGLE ROOF 2 X 8 RAFTERS @1'-0" SPACING MODULE LOAD BEARING WALL SCALE:NTS 5/16" X 4.75" LAG SCREW 1 LAG SCREW PER ATTACHMENT Illumine-iStructural Engineer 420 S Broadway 8/22/2024 REV: B AHJ: CA-CITY OF SANTA ANA 33.741744, -117.870012 APN: 39829218 NAME: RICHARD DANG DRAFTED BY: SANCHITA S. ADDRESS: 420 S BROADWAY, SANTA ANA, CA 92701 UTILITY: SCE-SOUTHERN CALIFORNIA EDISON SCALE: AS NOTED PRN NUMBER: ABC-84044 PAPER SIZE: 17"X11"SHEET: E-03DATE: 05/04/2024 DRAWING INFORMATION CUSTOMER INFORMATION CONTRACTOR INFORMATION QC'ED BY: GANESH. K ELECTRICAL NOTES ELECTRICAL CALCULATIONS DC SYSTEM SIZE- 7200W, AC SYSTEM SIZE - 7600W, CEC AC RATING - 6705W 10.61 AMAX POWER CURRENT:Imp 11.25 ASHORT CIRCUIT CURRENT:Isc 37.7 VMAX POWER VOLTAGE:Vmp 45.3 VOPEN CIRCUIT VOLTAGE:Voc 400 WMODULE POWER @ STC MODEL MODULE SPECIFICATION HYUNDAI SOLAR HiS-S400YH(BK) (400W) SOLAREDGE TECHNOLOGIES SE7600H-US (240V) [SI-1] 480 VMAX DC VOLTAGE 20 AMAX INPUT CURRENT 99 %CEC WEIGHTED EFFICIENCY 32 AMAX OUTPUT CURRENT 7600 WPOWER RATING MODEL INVERTER-1 SPECIFICATIONS 18.95 A 30 A 480 V 380 V 7200 W SYSTEM CHARACTERISTICS DC SYSTEM SIZE INVERTER STRING VOLTAGE:Vmp MAX INVERTER SYSTEM VOLTAGE:Voc MAX SHORT CIRCUIT CURRENT OPERATING CURRENT 15 ADCMAX OUTPUT CURRENT 14.5 ADCMAX INPUT CURRENT 60 VDCMAX INPUT VOLTAGE 8 VDCMIN INPUT VOLTAGE MODEL OPTIMIZER CHARACTERISTICS S440 POWER OPTIMIZER OCPD CALCULATION ALLOWABLE BACKFEED: MAIN PANEL RATING = 200 A MAIN BREAKER RATING = 200 A 120% RULE: = ((MAIN PANEL RATING * 1.2) - MAIN BREAKER RATING) = ((200 A*1.2) - 200 A) = 40 A ALLOWABLE BACKFEED = 40 A INVERTER OVERCURRENT PROTECTION: INVERTER OVERCURRENT PROTECTION = (INVERTER O/P CURRENT * CONTINUOUS LOAD(1.25)) = (32 *1.25) = 40 A PV BREAKER = 40 A ALLOWABLE BACKFEED 40 A ≥ 40 A OF PV BREAKER THE DESIGNED INTERCONNECTION MEETS THE 705.12(B)(3)(2) REQUIREMENTS. WIRE SIZE CALCULATIONS = 52.8 A = 40 A = 30.72 A = 18.75 A = 38.4 A = 18.75 A TAG 1: (DC) REQUIRED CONDUCTOR AMPACITY (15 * 1.25) CORRECTED AMPACITY CALCULATION (0.96 * 1 * 40) 18.75A < 38.4A TAG 2: (DC) REQUIRED CONDUCTOR AMPACITY (15 * 1.25) CORRECTED AMPACITY CALCULATION (0.96 * 0.8 * 40) 18.75A < 30.72A TAG 3: (AC) REQUIRED CONDUCTOR AMPACITY (32 * 1 * 1.25) CORRECTED AMPACITY CALCULATION (0.96 * 1 * 55) 40A < 52.8A AC WIRE SIZING CALCULATIONS BASED ON FOLLOWING EQUATIONS DC WIRE SIZING CALCULATIONS BASED ON FOLLOWING EQUATIONS REQUIRED CONDUCTOR AMPACITY: Isc(A) * #OF PARALLEL STRINGS = MAX CURRENT PER 690.8(A)(1)(c) * 125% = MAX CURRENT PER 690.8(B)(1) CORRECTED AMPACITY CALCULATIONS: DERATED CONDUCTOR AMPACITY PER 690.8(B)(2) = AMPACITY * TEMPERATURE DERATE FACTOR * CONDUIT FILL DERATE DERATED CONDUCTOR AMPACITY CHECK: MAX CURRENT PER 690.8(B)(1)< DERATED CONDUCTOR AMPACITY REQUIRED CONDUCTOR AMPACITY: INVERTER OUTPUT CURRENT * #OF INVERTERS = MAX CURRENT PER 690.8(A)(1)(e) * 125% = MAX CURRENT PER 690.8(B)(1) CORRECTED AMPACITY CALCULATIONS: DERATED CONDUCTOR AMPACITY PER 690.8(B)(2) = AMPACITY * TEMPERATURE DERATE FACTOR * CONDUIT FILL DERATE DERATED CONDUCTOR AMPACITY CHECK: MAX CURRENT PER 690.8(B)(1) < DERATED CONDUCTOR AMPACITY 1. CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN WET LOCATIONS PER CEC 310.10(C). 2. CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER CEC 310.10(D). 3. MAXIMUM DC/AC VOLTAGE DROP SHALL BE NO MORE THAN 2%. 4. ALL CONDUCTORS SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED. 5. BREAKER/FUSES SIZED ACCORDING PER CEC ARTICLE 240. 6. AC GROUNDING ELECTRODE CONDUCTOR (GEC) SIZED PER CEC 250.66. 7. EQUIPMENT GROUNDING CONDUCTOR (EGC) SIZED PER CEC 250.122. 8. AMBIENT TEMPERATURE ADJUSTMENT FACTOR IS BASED ON TABLE CEC 310.15(B)(1). 9. CURRENT CARRYING CONDUCTOR ADJUSTMENT FACTOR IS BASED ON CEC 310.15(C)(1). 10. MAX. SYSTEM VOLTAGE CORRECTION IS PER CEC 690.7. 11. CONDUCTORS ARE SIZED PER CEC 310.16 . 420 S Broadway 8/22/2024 PV MODULES G (N)SOLAREDGE S440 POWER OPTIMIZER 18 MODULES WIRED IN (1) SERIES OF 9 MODULES (1) SERIES OF 9 MODULES (N)(18)HYUNDAI SOLAR HiS-S400YH(BK) (400W) MODULES (N)JUNCTION BOX DC AC DC DISCO LOAD RATED DC DISCONNECT & AFCI (RAPID SHUTDOWN COMPLIANCE) (N)SOLAREDGE TECHNOLOGIES SE7600H-US (240V) [SI-1], 7600W INVERTER INVERTER-1 AC DISCONNECT NON FUSED 60A, NEMA 3R, 120/240V, 2P (N)60A AC DISCONNECT UTILITY GRID EXISTING 120/240V 1PH 60HZ METER#:SCE-SOUTHERN CALIFORNIA EDISONM (E ) 2 0 0 A M A I N BR E A K E R (E)200A END FED MAIN PANEL (N)40A 2P PV BREAKER PV BREAKER AT THE OPPOSITE END OF BUSBAR (E) GROUND ELECTRODE G N 1233 REV: B AHJ: CA-CITY OF SANTA ANA 33.741744, -117.870012 APN: 39829218 NAME: RICHARD DANG DRAFTED BY: SANCHITA S. ADDRESS: 420 S BROADWAY, SANTA ANA, CA 92701 UTILITY: SCE-SOUTHERN CALIFORNIA EDISON SCALE: AS NOTED PRN NUMBER: ABC-84044 PAPER SIZE: 17"X11"SHEET: E-02DATE: 05/04/2024 DRAWING INFORMATION CUSTOMER INFORMATION CONTRACTOR INFORMATION QC'ED BY: GANESH. K SINGLE LINE DIAGRAM DC SYSTEM SIZE- 7200W, AC SYSTEM SIZE - 7600W, CEC AC RATING - 6705W CONDUCTOR AND CONDUIT SCHEDULE TAG ID CONDUIT SIZE CONDUCTOR NEUTRAL GROUND 1 NONE (4)10 AWG PV WIRE NONE (1)6 AWG BARE COPPER 2 3/4" EMT (4)10 AWG THHN/THWN-2 NONE (1)10 AWG THHN/THWN-2 3 3/4" EMT (2)8 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 (1)10 AWG THHN/THWN-2 420 S Broadway 8/22/2024 UM AC INVMSP REV: B AHJ: CA-CITY OF SANTA ANA 33.741744, -117.870012 APN: 39829218 NAME: RICHARD DANG DRAFTED BY: SANCHITA S. ADDRESS: 420 S BROADWAY, SANTA ANA, CA 92701 UTILITY: SCE-SOUTHERN CALIFORNIA EDISON SCALE: AS NOTED PRN NUMBER: ABC-84044 PAPER SIZE: 17"X11"SHEET: PL-01DATE: 05/04/2024 DRAWING INFORMATION CUSTOMER INFORMATION CONTRACTOR INFORMATION QC'ED BY: GANESH. K PLACARDS 420 S BROADWAY, SANTA ANA, CA 92701 INSTALLED ON: DC DISCONNECT, INVERTER [TO BE USED WHEN INVERTER IS UNGROUNDED] ! WARNING! ELECTRIC SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED INSTALLED ON: AC DISCONNECT, POINT OF INTERCONNECTION APPLICABLE CODE(S): CEC 690.13 ! WARNING! ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION WARNING-ELECTRIC SHOCK HAZARD NO USER SERVICEABLE PARTS INSIDE CONTACT AUTHORIZED SERVICE PROVIDE FOR ASSISTANCE INSTALLED ON: INVERTER, JUNCTION BOXES(ROOF), AC DISCONNECT SOLAR DISCONNECT INSTALLED ON: DISCONNECT, POINT OF INTERCONNECTION PER CODE: CEC690.13(B) INVERTER 1 MAXIMUM DC VOLTAGE OF PV SYSTEM INSTALLED ON: INVERTER APPLICABLE CODE(S): CEC 690.53 480 V !WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM INSTALLED ON: POINT OF INTERCONNECTION APPLICABLE CODE(S): CEC 705.12(B)(3-4) AND 690.59 !! INSTALLED ON: POINT OF INTERCONNECTION APPLICABLE CODE(S): CEC 705.12(B)(3)(2) WARNING POWER SOURCE OUTPUT CONNECTION DO NOT RELOCATE THIS OVER-CURRENT DEVICE RATED AC OPERATING CURRENT AC NOMINAL OPERATING VOLTAGE 32.00 240 PHOTOVOLTAIC SYSTEM AC DISCONNECT SWITCH AMPS AC VAC INSTALLED ON: AC DISCONNECT(S), POINT OF INTERCONNECTION. APPLICABLE CODE(S): CEC 690.54 POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN 1.PLACARDS SHALL MEET THE REQUIREMENTS OF ARTICLES 690 AND 705, UNLESS OTHERWISE SPECIFIED PER LOCAL AHJ REQUIREMENTS. 2.PLACARDS SHALL MEET THE REQUIREMENTS OF SECTION 110.21(B) AS REQUIRED AND SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY SIGNS AND LABELS. 3.PLACARDS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD. 4.PLACARDS SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED AND SHALL BE HANDWRITTEN. 5.PLACARDS SHALL NOT COVER EXISTING MANUFACTURER LABELS. NOTES CAUTION:MULTIPLE SOURCES OF POWER !! LABEL LOCATION SERVICE PANEL PER CODE: CEC 705.10 TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY SOLAR ELECTRICPV PANELS SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN INSTALLED ON: WITHIN 3 FT OF SERVICE DISCONNECTING MEANS. MIN 3/8" BLACK TEXT ON YELLOW BACKGROUND & 3/16" BLACK TEXT ON WHITE BACKGROUND. APPLICABLE CODE(S): CEC 690.56(C) RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM INSTALLED ON:RAPID SHUTDOWN SWITCH APPLICABLE CODE(S): CEC 690.56(C)(2) WARNING:PHOTOVOLTAIC POWER SOURCE INSTALLED ON: CONDUIT, RACEWAYS, AND J-BOXES (LABELED EVERY 10'). REFLECTIVE. MIN 3/8" WHITE TEXT ON BLACK BACKGROUND. APPLICABLE CODE(S): CEC 690.31(D)(2)(E) MAIN SERVICE PANEL(EXTERIOR)(N) AC DISCONNECT (EXTERIOR) (N) PV INVERTER(EXTERIOR) PHOTOVOLTAIC ARRAY ON ADU (E) UTILITY METER(EXTERIOR) RESIDENCE ADU 420 S Broadway 8/22/2024 ATTACHMENT SPEC SHEET 420 S Broadway 8/22/2024 MODULE SPEC SHEET 420 S Broadway 8/22/2024 OPTIMIZER SPEC SHEET 420 S Broadway 8/22/2024 INVERTER SPEC SHEET 420 S Broadway 8/22/2024 INVERTER SPEC SHEET 420 S Broadway 8/22/2024 RACKING SPEC SHEET 420 S Broadway 8/22/2024